饱和软土地基中桩基设计与沉桩引起的超孔隙水压力大小及其消散有密切关系。
The dissipation of excess pore water pressure has a direct bearing on the design of pile foundation in saturated soft soil.
以锡冶山尾矿坝工程为例，探讨了数值法在尾矿库坝体岩土孔隙水压力消散试验中的应用，对提高试验精度、减少试验开支、指导工程安全施工具有现实意义。
With the help of numerical method it analyzes the data of pore water pressure vanishing test, which can increase the precision of the test and cut the expense of engineering investigation.
因为事实上在这些情况下，孔隙水压力的消散与再分布很可能阻止地基的液化。
And in fact under these conditions the pore-water pressure dissipation and redistribution may prevent the foundation from liquefying.
应用推荐